Attachment_D _Details_C3.pdf

PDF 236 KB Posted

Attached to
Remove and Install Rubber Mats at Bldg 615 Federal contract opportunity
Solicitation number
W911S716B0010
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Leonard Wood

About this file

Attachment D Details C3

View the file

Other files for this federal contract opportunity

Other files attached to Remove and Install Rubber Mats at Bldg 615, newest first.
File Type Posted
W911S7-16-B-0010_Bid_Opening_Sign-In_Log16_June_2016_ _1400.pdf PDF
B_opening_6-16-16.pdf PDF
A_opening_6-16-16.pdf PDF
16-B-0010_Rubber_Mats_615 _Site_Visit_Roster.pdf PDF
Attachment_A_Statement_of_Work_and_Specifications.pdf PDF
W911S7-16-B-0010_Rubber_Mats _Bldg_6115_Solicitation.pdf PDF
Attachment_C _Site_Improvements_C2.pdf PDF
Attachment_B __Existing_Site_C1.pdf PDF
Wage_Determination_MO19_(4_March_2016).pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

OVER COMPACTED SUBGRADE

6" OF AGGREGATE BASE

CRYSTAL SEAL OR APPROVED EQUAL.

LIQUID SEALER FOR EXTERIOR SURFACES.

PROVIDE TWO COATS OF NON-SLIP TRANSPARENT

4" 6"(TYP)

2'-0"

M I

N

(TYP)(L.I.P.)

SUPPORTS SET IN CONCRETE.

EXISTING PLAY STRUCTURE W/

CONNECTED TO 4"PVC DRAIN PIPE.

COVER FLASHED WITH CONCRETE

MEDIUM DUTY CAST IRON DRAIN

SECTION A-A

BE SLOPED TOWARDS THE DRAIN MAX 2 PERCENT.

MAIN PLAYGROUND SUPPORT. ALL CONCRETE SHALL

DRAIN SHALL BE PLACED MAX. 1FT FROM

NOTE:

SUPPORT

6" MAIN

PROJECT NO:

DRAWING NO:

SHEET OF

DATE

SCALE

D E

S I

G N

E D

D R

A W

N

C H

E C

K E

D

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

L E

O N

A

D

W O

O

M I

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

L v

O f

D I

R E

C T

O R

A

F

P U

B L

C

R K

S

D E

T A I

L S

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

1" = 10'

B

S H

S H

S H

29 DEC 14

MWR 01156 4J

M.0031550

C7937.3

C3

B L

G

R U

B B

E R I Z

S

R F

A C

E

R E

P L

A

A

N

H

J

L E

S

G

L

B E

R

E N

G

N.T.S.

UNDISTURBED EARTH

NOT TO SCALE

NOT TO SCALE

ELEVATIONPLAN

SLOPE

1% MINIMUM

24" MIN COVER

AS SPECIFIED

MATERIAL AND SIZE

WYE BRANCH

OF WYE.

12" MIN EACH SIDE

CONCRETE ENCASEMENT

BEND TO FIT

SLAB (CAST IN PLACE)

18" X 18" CONC.

90 DEGREE ELBOW

6" LONG RADIUS

90 DEGREE ELBOW

6" LONG RADIUS

6" X 6" WYE BRANCH

V A

R

IE

S

1% MINIMUM SLOPE

DRIVE

FLUSH FEMALE SQUARE

CLEANOUT AND PLUG WITH

6" X 4" THREADED

SLAB (CAST IN PLACE)

18"x18"x6" CONC.

FINISHED GRADE

6" C.I.P.

NOT TO SCALE1

WATER PLAY EQUIPMENT

RUBBERIZED SURFACE

N

CLEANOUT

PIPE CONNECTION

SYSTEM

TO STORM DRAIN

FINISH ELEVATION

S Y S T E

M

F R

IN

RISE.

BEND TO COMPLETE VERTICAL

TO BARREL. USE LONG RADIUS

FOR CLEANOUT AND CONNECT

SPUR OF WYE BRANCH VERTICAL

DOES NOT MAKE TURN, PLACE

WHERE EXISTING STORM SEWER

NOTE: POINT OF CONNECTION

S Y

S T

E M

X

IS

T

IN

1" MINUS AGGREGATE

FILL MATERIAL OR

4 PIPE

1" MINUS BASE AGGREGATE

6" OF CRUSHED

xxxxxxxxxx

6x6-W2.9XW2.9 WWF

4" OF CONCRETE WITH

PLAYGROUND DETAIL

PIPE

JOINT FOR PLACEMENT OF DRAIN

REMOVE CURB FROM JOINT TO

CURB

NEW 4" SDR 35 PIPE

N.T.S.

CURB DETAIL

N

PIPE

N

TRENCH DETAIL

TYP.

4" MIN.

GRANULAR MATERIAL

BEDDING -

MATERIAL FOR BACKFILL

UTILIZE JOB EXCAVATED

EXISTING GRADE

RE-ESTABLISH

N.T.S

SEEDED AND MULCHED

MIN. 4" OF TOP SOIL

R

E V I

S

A I

N A

Y

S T

N

B G

R A

D E

M B

G

7937_c1v8.dgn Default 6/25/2015 7:54:36 AM

2015-06-25T08:01:43-0500
ROBERTS.GARY.L.1231307644

File details come from the government source that posted it. Updated .